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Engineering Plans
Plans and drawings: the text below has words only, no drawings.
OPERATIONAL WORKS FOR
RESIDENTIAL DEVELOPMENT
LOT 145 ON N 21859
(38) MOSSMAN COURT, NOOSA HEAD
THE SITE
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
CS
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Page 2
CANAL TIMBER
JETTY
CONCRETE
BOLLARDS
0.50
0.50 0.75
0.75 1.00
1.00 1.25
1.25 0.500.49
TOP 1.50 OF CONCRETE
L
AL
BANK RAMP
1.5
W
0 EXISTING
0 236°19' 0.75
CK
1.5
RO
CONCRETE
1.38 2.22 230°48' RETAINER 6.212 1.0
NG
26.234 1.60
STEPS 0
TI
1.96 1.04
IS
1.2
WALL
1.74
EX
1.19
1.17 2.20 2.20 5
TIMBER 2.22 PAVERS 2.19
2.72
EXISTING 2.95
L
25
DECK
AL
2.
CONCRETE
W
PATIO 2.22
RETAINER
GATE 2.81
2.23
2.25
2.80
2.80 2.94
28
2.
2.80
POOL
EN
TWO STOREY
RD
PAVERS
03 '
.6 03
RENDERED HOUSE
GA
30 5°
2.80
137°23'
CONCRETE 29.05 IRON ROOFING
35
FL = 2.23 2.94
TE
27
RE
2. 2.84
NC
2.29
CO
2.17 2.83
PAVERS
.25 2.82
2.25 2 2.28
13
3.
2.28
TWO STOREY
BRICK HOUSE
PEBBLE GARDEN
GATE
TILE ROOFING
GARAGE
2.23 2.53
2.22 2.22
2.24
2.22
TWO STOREY
RENDERED HOUSE
2.60 2.23 IRON ROOFING
2.28
2.27
2.28
2.2
2.72
2.86
5
2.25
2.21
65
2.27
2.20
NG 2.
PAVERS 2.22
2.80
2.61
2.70
TI
57
IS
2.26 GARDEN 2.61
2.
2.24
EX
2.25 2.82 2.91
2. 23
2.20
24
2.23 2.83 2.88
2.
2.5.63
2.22
EXISTING
2.1 8
2.23
.50
2.81
9
2.20
2
2.86
2 . 7 9 2 2.74 2.30
2.19 2 .71
8° 1 5' 2.25 76°52'
GATE 2.75 2 .598 3.053
2.28
11 GARDEN PAVED
2.17 2.20 DRIVEWAY
2.19 Issue:
2.22
2.25
2.23
2.10 2.09
2.18 2.07 REF NAIL IN
2.18 R/WATER EDGE/BITUMEN
R/WATER 2.15 OUTLET RL 2.10 AHD
OUTLET x2 IL=2.05 Unit 1/11 Project Ave,
2.02 Noosa Heads
IL=1.98 2.13 Ph (07) 5455 5604
2.11
DEBUILD T/A
email:[email protected]
1.99 web:www.scg-engineers.com
1.97 ABN 40 098 481 899
REF NAIL IN
EDGE/BITUMEN Title:
RL 1.97 AHD
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 3
DRAWING SIZE — At
HEIGHT DATUM VA
LOT 145 ON N 21859 Fh
Level Datum AHD Y
Level Origin PSM69515, RL 1.97m
Survey information provided by
Steve Cooper & Associates Pty Ltd
LEGEND
_---77 INDICATES PROPOSED SURFACE
\o07 CONTOURS AND LEVELS TO AHD.
+180 EXISTING SURFACE SPOT LEVELS.
a INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
—_ w————_ INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
a INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
——— — SLE SILT RETENTION FENCE TO DETAIL
www.dialbeforeyoudig.com.au
SA\DIAL1100
yy BEFORE YOU DIG
137°23'
29.05
SITE_DRAINAGE — CONSTRUCTION
ENSURE GROUND PROFILE DURING CONSTRUCTION FALLS
TOWARDS THE CENTRE OF THE ALLOTMENT THEN TOWARDS
THE REAR BOUNDARY WHERE RUNOFF WILL DRAIN THROUGH
THE SILT POND & SILT FENCES. IN NO INSTANCE SHALL THE
ALLOTMENT DRAIN INTO NEIGHBOURING ALLOTMENTS.
EXISTING DRIVEWAY
CROSSOVER TO REMAIN
FOR BULK EARTHWORKS
+
—--—- orn ee
EERE Oe me ce cl Ps
és
~— —~ — SIL
”
—
4
WY DASHED LINE INDICATES )
mu PROPOSED BUILDING f /
/ FOOTPRINT AT / /
j BASEMENT LEVEL j Q /
J 7
! FALL SITE TOWARD / 95
SILT FENCES. /
SITE PLAN — SILT & SEDIMENT EROSION PLAN
Scale 1: 100
SITE DRAINAGE — CONSTRUCTION
CONSTRUCTED STORM WATER PITS WITHIN THE SITE ARE TO
BE COVERED UNTIL THE SITE IS COMPLETED OR TO BE
FITTED WITH SILT PROTECTION MEASURES TO THE APPROVAL
OF THE ENGINEER
236°19'
6.212 /
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL
SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY RESPONSIBLE
FOR THE SERVICE
KEY
EEX. SWPP DXESTING STORMWATER FRUIT
AR. HW. REMAOROED COMCRRETE HEEANDDMALLL
EEX. SSW EDRESTINNG SSEMERR MANHOLE
EX. SUP XESTINNG SEWER COMMOTION FRONT
EOR. EEXESTING EDGE OF BITUMEN
K&C — XESTING KERB @& GHANNTL
WSL. NATURAL SURRTAMCEE LEVEL
Ft. FARR, HCA
TP TELSTRA FATT
ER. FLIERCTROAL PAULL
KERB EXSTING KORBING
PIP FEXESTINNG FROMERR FROLE
4 5 . Checked: Drg No. Re
muy —T__jm1:100 @ Al
1:200 @ AS || § Richardson 533157-OW2.1 .
CONSTRUCTION NOTES
GENERAL:
1. DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING OUT DIMENSIONS ARE 10 BE OBTAINED FROM THE
ARCHITECTURAL DRAWINGS.
4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE
ENGINEER IMMEDIATELY.
5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.
6. THE BUILDER MUST PROTECT ALL EXISTING NEIGHBOURING
STRUCTURES/BUILDINGS THROUGHOUT THE WORKS,
PARTICULARLY DURING EARTHWORKS. REFERENCE SHOULD BE
MADE TO OUR CRITICAL DEPTH LINE DIAGRAM OR SEEK
GUIDANCE DIRECTLY FROM THIS OFFICE
900(W) GEO-FABRIC
SILT FENCE, FIXED TO ~*~
SPIKES AND BURIED 300
INTO STABLE GROUND.
SPIKES, 1800 CTRS
DRIVE 600 INTO
GROUND.
SILT RETENTION
THE CONTRACTOR IS TO INSTALL APPROVED SILT
RETENTION FENCES PRIOR TO COMMENCING ANY
EARTHWORKS. THE FENCE IS TO BE
CONSTRUCTED ALONG THE LOWEST BOUNDARY
AND RETURNED UP SIDE BOUNDARIES TO ENSURE
FULL STORMWATER ENTRAPMENT. SURFACE
RUNOFF FROM WITHIN THE ALLLOTMENT MUST
DRAIN TOWARDS THE FENCE AND SHALL NOT
ENTER NIEGHBOURING ALLOTMENTS THROUGH THE
USE OF SURFACE BUNDING OR SCOUR
PROTECTED DRAINS. THE FENCE MUST REMAIN IN
PLACE UNTIL SUCH TIME THAT FINISHED
LANDSCAPING AND DRAINAGE MEASURES ARE
INSTALLED
DUST MOBILISATION FROM WIND ACTION
SITE CONTROL TO INCLUDE PROTECTION AGAINST THE CARRIAGE
OF SOIL SEDIMENT FROM WIND ACTIONS. SITE FOREMAN TO COVER
ALL STOCKPILES WITH HESION OR SIMILAR, PROVIDE SILT FENCING
AROUND BASE OF STOCKPILES
MAINTENANCE OF SILT PROTECTION
SITE FOREMAN TO MAINTAIN ALL SILT AND SEDIMENT PROTECTION
MEASURES THROUGHOUT THE DURATION OF THE PROJECT. ANY
BREACHING OF THE PROTECTION MEASURES MUST BE REMEDIATED
IMMEDIATELY AND REPORTED TO THE ENGINEER FOR CORRECTION
MEASURES. SILT RUNOFF PROTECTION IS TO BE MAINTAINED UNTIL
SUCH POINT THAT LANDSCAPING IS COMPLETED AND NOT
SUSCEPTABLE TO STORMWATER SCOUR.
Revision | Description Date
“FOR APPROVAL
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.
- Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 299
DEBUILD T/A
Title:
SITE SILT AND SEDIMENT
CONTROL PLAN
Project
LOT 145, 38 MOSSMAN CRT
NOOSA HEADS
Date: Drawn Design
Nov 2023 TH
TH
Page 4
DRAWING SIZE — At
HEIGHT DATUM
LOT 145 ON N 21859
Level Datum AHD
Level Origin PSM69515, RL 1.97m
Survey information provided by
Steve Cooper & Associates Pty Ltd
TEMPORARY CFA PILED RETAINING WALLS
— CFA PILED RETAINING WALL DESIGN AND INSTALLATION
BY A SPECIALIST CONTRACTOR
— DRIVING OF PILE WALLS NOT PERMITTED
= INSTALLATION OF GROUND ANCHORS INTO NEIGHBORING
PROPERTIES NOT PERMITTED WITHOUT OWNERS CONSENT
— ADDITIONAL MEASURES SUCH AS GROUTING THE JOINTS
IS RECOMMENDED TO REDUCE GROUNDWATER INFLOWS.
— PROVIDE GROUND MONITORING/VIBRATION CONTROL
DURING INSTALLATION.
— ESTABLISH SURVEY MONITORING POINTS ALONG PILED
WALL TO MONITOR WALL ALIGNMENT/ GROUND MOVEMENT
SHE DEWATERING
— THE SITE IS TO BE CONSTANTLY DE-WATERED UNTIL THE GROUND
LEVEL SUSPENDED SLAB IS POURED & CURED.
— THE DESIGN AND INSTALLATION OF THE DEWATERING SYSTEM IS TO
RC CONTIG PILES,
DESIGN BY OTHERS
RC CAPPING BEAM
FULL LGTH OF WALL
| EXISTING GROUND LEVEL
—_ YY
V/s
Lei
oo
EN EIlF
ELI
FN
EXCAVATION DEPTH i — Te
THEE ET
PILE DESIGN BY OTHERS
(>
YQ)
N|D
ECTION
ESTABLISH SURVEY MOITORING POINTS ALONG PILE WALL
CAPPING BEAM TO MONITOR WALL ALIGNMENT /GROUND
MOVEMENT, PILING CONTRACTORS ENGINEER TO BE ADVISED OF
ANY OBSERVED_MOVEMENT
BE BY A SPECIALIST CONTRACTOR.
—PRELIMINARY SOIL TESTING INDICATE THE WATER TABLE TO BE
APPROX. 1.5-2.0m BELOW EXISTING GROUND LEVEL. SEASONAL
VARIATIONS NOT CONSIDERED
—GIVEN THE CLOSE PROXIMITY TO THE NOOSA RIVER, GROUNDWATER
LEVELS WILL VARY WITH TIDAL INFLUENCE AND PREVAILING WEATHER
CONDITIONS.
—EXTRACTED GROUNDWATER IS TO BE TREATED IN ACCORDANCE WITH
THE RECOMMENDATIONS BY ADG DEWATERING MANAGEMENT PLAN
REPORT NO. ADG1304.21 DATED OCTOBER 2021 & DOUGLAS PARTNERS
GEOTECHNICAL INVESTIGATION REPORT NO. 206126.00 - R.001 DATED
Ist AUGUST 2021. (COPIES AVAILABLE UPON REQUEST.)
— TREATED EXTRACTED GROUNDWATER IS TO BE DIRECTED TO THE
THE NOOSA RIVER DISCHARGED UNDERNEATH THE EXISTING JETTY.
SEEK COUNCIL APPROVAL PRIOR TO INSTALLATION.
— PUMPING MUST NOT CAUSE NUISANCE FOR NIEGHBOURS. ENCLOSING
WITHIN A SOUND PROOF ENCLOSURE MUST BE CONSIDERED.
NOTE:
ADDITIONAL SOIL TESTING IS
REQUIRED FOLLOWING DEMOLITION OF
THE EXISTING STRUCTURE PRIOR TO
ANY NEW WORKS COMMENCING.
LEGEND
_--777 INDICATES PROPOSED SURFACE
807 CONTOURS AND LEVELS TO AHD.
400 EXISTING SURFACE SPOT LEVELS.
INDICATES DEPTH OF CUT (NEGATIVE) OR
FILL (POSITIVE) AS NOTED
INDICATES AREA OF CUT
INDICATES AREA OF FILL
INDICATES POSITION OF TEMPORARY PILED SITE
RETENTION WALL, DESIGN AND INSTALLATION BY
SPECIALIST CONTRACTOR
a INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
—- w——— INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
T INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
INDICATES STORMWATER DRAIN EXISTING
AS NOTED
INDICATES POSITION OF RETAINING WALL
TO STRUCTURAL ENGINERS DETAIL.
ENSURE 600mm MIN. BEHIND
ONCRETE PILED RETAINING WALL
PILING TO ALLOW FOR
ACCESS FOR BASEMENT
WALL WATERPROOFING.
SET TOP OF PILES DOWN TO ALLOW
CONSTRUCTION OF DRIVEWAY AND
LANDSCAPING STRUCTURES.
Elevations Table
Number | Minimum Elevation | Maximum Elevation | Color
1 —4.000 —4.000= |
www.dialbeforeyoudig.com.au 5 ~3.000 ~3.000-
» Lon’ DIAL1100 3 —2.000 —2.000= | |
J
i ~ 4 ~1.000 ~1.000=
yy BEFORE YOU DIG
SET TOP OF PILES DOWN TO ALLOW
CONSTRUCTION OF POOL SHELL AND
LANDSCAPING STRUCTURES.
DASHED LINE INDICATES
PROPOSED BUILDING
FOOTPRINT AT
| BASEMENT LEVEL
GARAGE LEVEL
FFL: -0.065
FPL: -0.465
DRIVEWAY
REFER Drg. OW4.1 &
OW4.2 FOR DETAILS.
SITE PLAN — EARTHWORKS & TEMPORARY RETENTION PLAN
Scale 1: 100
BUILDER TO MAINTAIN STABILITY
OF ALL NEIGHBOURING STRUCTURES,
REFER CRITICAL DEPTH LINE DETAIL
ON THIS SHEET
DILAPIDATION REPORT:
PRIOR TO ANY CONSTRUCTION
UNDERTAKE DILAPIDATION REPORT OF ALL
NEIGHBORING DWELLINGS/ STRUCTURES.
CONTRACTOR TO REPAIR ADJACENT THE
CONSTRUCTION SITE KERB, FOOTPATH OR
ROAD RESERVE IF ANY DAMAGE IS SUSTAINED
DURING CONSTRUCTION. GRASSED AREAS ARE
TO BE RE TOP SOILED AND TURFED.
76°52"
3.053
( 230°48" |. “6.212
EXISTING REVETWENT WALL TO REMAN 'G 234
ZEZY
Bo
= I
yo l
as |
= ae
cola
ale!
s|=
(
PAVEMENT AS i|
DETAILED ON DRG I
ows.t I
|
nr
FPL AS 2 |
NOMINATED. = =
AS: re 7/7 7/7
S 7 7 7 7 7 4
v 75 BLINDING
LAYER
f
7
af
92270707 070/0/270/070/70/86@
7 Poo SOs
/
/
|Z Se
EXTENT OF PILING TO BE DETERMINED IN
ACCORDANCE WITH CRITICAL DEPTH LINE
| / Gy
LOWER BASEMENT LEVEL J jh ES
FFL: —0.800 a,
FPL: -1.200
INDICATES TEMPORARY CFA CONCRETE RETENTION PILING OR
SIMILAR, DESIGN AND INSTALLATION BY OTHERS. MINIMUM
VIBRATION TECHNIQUES TO BE USED FOR INSTALLATION,
VIBRATION CONTROL AND MANAGEMENT BY PILING
CONTRACTOR. BUILDER TO CONFIRM EXTENT REQUIRED TO
SATISFY CRITICAL DEPTH LINE PROTECTION OF NEIGHBOURING
STRUCTURES.
REFER DETAIL.
KEY
EX. SWPT EXISTING STORMWATER PIT
RC. HW. REINFORCED CONCRETE HEADWALL
EX. SMH EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K &C EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLER
~~ KERB EXISTING KERBING
ppt EXISTING POWER POLE
/
/
PROTECTION OF NEIGHBOURING STRUCTURES
BASEMENT WALLS TO STRUCTURAL
ENGINEERS DETAIL
CONSTRUCTION NOTES
GENERAL:
1. DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
ARCHITECTURAL DRAWINGS.
4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE
ENGINEER IMMEDIATELY.
5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.
FILLING NOTES:
—THE SITE IS TO BE SCRAPED CLEAR OF ALL ORGANIC
MATERIAL AND DEBRIS.
— THE SUBGRADE IS TO BE ROLLED WITH A VIBRATING STEEL
DRUM ROLLER TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY
OF 98%. COPIES OF COMPACTION TEST RESULTS SHALL BE
PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL.
- ANY FILL MATERIAL TO BE CLEAN GRANULAR MATERIAL (LE.
SAND TO A CLAYEY SAND IN ACCORDANCE WITH AS1726 OR
MATERIAL BORROWED FROM SITE AND IS TO BE FREE OF ANY
ORGANIC MATERIAL AND HAVE A CLAY CONTENT OF LESS THAN
12% (PLASTICITY INDEX LESS THAN 25%, LINEAR SHRINKAGE OF
15%). THE PROPOSED MATERIAL IS TO BE INSPECTED BY SCG
CONSULTING ENGINEERS PRIOR TO ITS REMOVAL TO ENSURE ITS
COMPATIBILITY.
— THE FILL IS TO BE PLACED AND COMPACTED IN
ACCORDANCE WITH AS3798-1996 TO A LEVEL SUFFICIENT TO
ACHIEVE A LEVEL 2 CERTIFICATION WITH A MINIMUM RELATIVE
FIELD DENSITY OF 100% UNDER PAVEMENTS & 98% UNDER
BUILDING. COPIES OF COMPACTION TEST RESULTS SHALL BE
PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL.
— FILLING AND COMPACTING ADJACENT EXISTING STRUCTURES
IS TO BE IN STRICT ACCORDANCE WITH THE ASSOCIATED
DETAILS AND SPECIFICATIONS.
— AREAS WHERE EXISTING STRUCTURES OR TREES ARE
REMOVED SHALL BE BACKFILLED WITH THE APPROVED FILL
MATERIAL COMPACTED IN ACCORDANCE WITH AS2870-1996 TO
ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 98%.
— ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE
PREPARATION SHALL BE REMOVED AND REPLACED WITH THE
APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE WITH
AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD
DENSITY OF 98%.
— SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE
ISTALLED PRIOR TO CONSTRUCTION COMMENCING.
FINAL BASEMENT SLAB THICKNESS TO
BE DETAILED BY STRUCTURAL
ENGINEER
RAFT SLAB TO
STRUCTURAL
ENGINEERS DETAIL.
75mm
Blinding layer
| FPL AS
a NOMINATED.
DRIVEWAY/CARPARK PAVEMENT
( ae LEVELS DIAGRAM
TYPICAL SECTION
SITE GEOTECHNICAL
INFORMATION/ RECOMMENDATIONS PRESENTED IN
DOUGLAS PARTNERS REPORT ON GEOTECHNICAL
INVESTIGATION (PROJECT 206126.00) DATED AUG
TANKING WATERPROOF BLANKET WITH
PRIMER & PROTECTIVE COATING INSTALLED
BY SPECIALIST CONTRACTOR 10
MANUFACTURERS’ SPECIFICATIONS &
CERTIFICATION.
( yn LEVELS DIAGRAM
TYPICAL SECTION
EXISTING STRUCTURE /DWELLING
INCLUDING NEIGHBOURING
ALLOTMENTS
THE BUILDER /CONTRACTOR
SHALL CONFIRM ALL
RELEVANT LEVELS PRIOR TO
COMMENCING WORKS.
2021. pad level
Ria AL I er
THIS FOOTING IS FOUNDED | 0, ABOVE CRITICAL DEPTH
BELOW CRITICAL DEPTH UR’® Lo LINE AND IS UNSTABLE.
SITE PREPARATION, EARTHWORKS & COMPACTION LINE AND IS STABLE. STABLE Moor
SITE PREPARATION, EARTHWORKS, TEMPORARY BATTERS
& COMPACTION TO BE IN ACCORDANCE WITH THE
SPECIFICATIONS AND REQUIREMENTS OF OF DOUGLAS
PARTNERS REPORT ON GEOTECHNICAL INVESTIGATION
(PROJECT 206126.00) DATED AUG 2021.
PIERS OR UNDERPINNING FOUNDED
BELOW THE CRITICAL DEPTH LINE
WOULD BE NEEDED 10 SUPPORT
ANY FOOTING THAT IS FOUNDED
ABOVE THE CRITICAL DEPTH LINE.
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL
SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY
RESPONSIBLE FOR THE SERVICE
NOTE:
CUT/FILL LEVELS SHOWN REPRESENT THE FINISHED PAD
LEVEL (FPL) TO THE UNDERSIDE OF THE GROUND BEARING
SLABS AND PAVEMENTS AND INCLUDES THE CRUSHER
DUST OR ROAD BASE LAYERS 10 BE PROVIDED UNDER THE
SLABS. ADDITIONAL LANDSCAPING FILL NOT INCLUDED.
CRITICAL DEPTH LINE
LINE OF PROPOSED
—*— EXCAVATION OR OTHER
TRENCH.
Horizontal
lorizontal \---
NOTE:
THIS DETAIL ALSO APPLIES TO EXISTING
FOUNDATIONS ON NEIGHBOURING
PROPERTIES. SHEET PILING MUST BE
INSTALLED WHERE EXISTING FOOTINGS WILL
BE FOUNDED ABOVE ANY EXCAVATION
CRITICAL DEPTH LINE
\ SUBGRADE PREPARATIONS
TO BE IN ACCORDANCE WITH
PACIFIC GEOTECH’S
RECOMMENDATIONS
Revision | Description
Date
“FOR APPROVAL
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.
C) S06
DEBUILD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 299
Title:
PILING PLAN
EARTHWORKS &
Project
NOOSA HEADS
LOT 145, 38 MOSSMAN CRT
Date: Nov 2023 Drawn TH Design 1H
0 1 2 3 4 5 . Checked: Drg No. Re
nu ymt:100 @ AL
1:200@A3 | Sichardsn |) |OOTO7-OWS.1]
Page 5
N O O S A R I V E R
236°19'
230°48' 6.212
26.234
RESIDENTIAL
03 '
.6 03
DEVELOPMENT
3055°
137°23'
29.05
3
18. 17.
16.
15.
14.
STAIRS UP 13.
TO GROUND FLOOR
12.
1.
11.
2.
3. 10.
4. 9.
5. 8.
6. 7.
-0.5 -0.65
° 1 5' 76°52'
28 .598 3.053
11
MOSSMAN
COURT Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 6
MOSSMAN
COURT
MOSSMAN
COURT
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 7
CANAL TIMBER
JETTY
CONCRETE
BOLLARDS
N O O S A R I V E R
0.50
0.50 0.75
0.75 1.00
1.00 1.25
1.25 0.500.49
TOP 1.50 OF CONCRETE
L
AL
BANK RAMP
1.5
W
0 EXISTING
0 0.75
CK
1.5 236°19'
RO
CONCRETE
1.38 2.22 230°48' RETAINER 6.212 1.0
NG
26.234 1.60
STEPS 0
TI
1.96 1.04
IS
1.2
WALL
1.74
EX
1.19
1.17 2.20 2.20 5
TIMBER 2.22 PAVERS 2.19
2.72
EXISTING 2.95
L
DECK 5
AL
2 .2 CONCRETE
W
PATIO 2.22
RETAINER
2.81
RESIDENTIAL
DEVELOPMENT
18.
17.
16.
15.
14.
STAIRS UP 13.
TO GROUND FLOOR
12.
1.
11.
2.
3. 10.
4. 9.
5. 8.
6. 7.
-0.5 -0.65
2.80
NG
2.70
TI
57
IS
2.26
2.
2.24
EX
2.25
2. 23
24
2.23
2.
2.22
EXISTING
2.23
2.20 2.30
2.19
2.28
2.17 2.20 2.19
2.22
2.23
2.10 2.09
2.18 2.07
2.18
2.15
Issue:
2.13 2.02
2.11
1.97
1.99
MOSSMAN
COURT Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
PLUMBING ARTICULATION:
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 8
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16